Calculation and Results 1- Calculate the Reynolds number for each flow quantity and indicating the type of flow. 2- Draw the relationship between (Log. F) against (Log.Re). Worksheet Rise of W.L. in Time for Rise in No. Collecting Tank (cm) W.L. (sec.) 1 5 45 5 26.5 3 21.5 4 12.75 5 7 5 Diameter of pipe = 1.8 cm Length of pipe = 87 cm Area of Collecting Tank = 13 x 8.5 cm? %3D Temperature of water = 30° C

Calculation and Results 1- Calculate the Reynolds number for each flow quantity and indicating the type of flow. 2- Draw the relationship between (Log. F) against (Log.Re). Worksheet Rise of W.L. in Time for Rise in No. Collecting Tank (cm) W.L. (sec.) 1 5 45 5 26.5 3 21.5 4 12.75 5 7 5 Diameter of pipe = 1.8 cm Length of pipe = 87 cm Area of Collecting Tank = 13 x 8.5 cm? %3D Temperature of water = 30° C

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

Find the headloss (ft) in a pipeline consisting 98ft. Of 2.9 inches in diameter. The flowrate is 1.6 ft^3/s kerosene. Use manning’s formula,n=0.014 Express in whole number
Use the Hardy-Cross method and calculate the flow rate and flow direction in each pipe if the Fanning friction factor for all pipes is 0.005. Show all equations including the problem initialisation (iteration 0) and the first iteration.
C3. Provide solution using the Moody diagram Oil (RD 0.8) with viscosity 0.06 Pa.s flows in a cast iron pipe of length 100m and diameter 120mm. Relative roughness = 0.0031 1. Determine the head loss when the velocity is: 3.2 m/s 2. Discuss and agree upon how could the head loss be reduced. Write your conclusions.
Complete solution please. DECIMALS thank you Determine the head loss in feet in PIPE 1 Determine the head loss in feet in PIPE 5 Determine the velocity of flow in the lower branch, PIPE 3, in feet per second. Determine the velocity of flow in the upper branch, PIPE 2, in feet per second. Determine the velocity of flow in the lower branch, PIPE 4, in feet per second. Determine the head loss in feet in PIPE 2. Determine the head loss in feet in PIPE 3. Determine the head loss in feet in PIPE 4. Determine the total head loss in feet between the inlet A and the outlet B.
In the pipe systems (a), (b), and (c) in the Figure, find the flow and velocity in each pipe and the pressure at points A. Assume all nodes are at identical elevations. m/min 20 m/min 20 m /min P- 1000 kP Sm/min 1500 m 1000 m 455 mm 405 mm 1000 m 405 mm 800 m 255 mm 300 m305 mm 300 m 205 men 1100 m 305 mm 1000 m 305 mm A500 m 205 mm 10 m/min 5m/min 10m3/min 5 m/min 15 m /min 5m/min Elev 300 m 405 mm 2000 m 150 2000 m Elev 250 m 5m/min 10 im/min 6 m/min 205 mm 205 mm 2000 m A 2000 m le) 000
What is the head loss between points A and D when the flow rate is 6² the flow rate for each of the branches (1 and 2) in the parallel pipes and the head o segment BC. Neglect Minor Losses B C D Pipe Segment Length (m) Diameter (m) Friction Coefficient (n) AB 100 0.75 0.014 150 0.5 0.008 90 1 0.035 75 1.25 0.021 CD 1 2
Calculate the volume flow rate in gallons/min
Choose correct.
Could I get a written solution for this question please?